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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.9 LAccepted-AOC CHERKALA CHENGALA KASARGOD KERALA 671541 | KASARAGOD | KERALA | 671541 | ₹1.9 L | 1 | Accepted-AOC Accepted Vide Resolution No.1(1) date.12/03/2026 of Mogralputhur GP |
| 2 | 2₹1.9 LRejected-AOC | ₹1.9 L | 2 | Rejected-AOC Higher rate hence not admitted |
| 3 | 3₹2.0 LRejected-Finance | ₹2.0 L | 3 | Rejected-Finance Higher rate and hence not admitted |
| 4 | 4₹2.3 LRejected-Finance | ₹2.3 L | 4 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | MOHAMMED NAVAZ B L3 | BM ABDHULLA L1 | A ABDUL RAHMAN L4 | ABOOBACKER SIDDIQ N A L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road concrete | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 150 | sqm | 18 ₹2,700 | 12.07 ₹1,810.50 | 14.15 ₹2,122.50 | 12.17 ₹1,825.50 |
| 1.00 | OD476875/2025-2026:Granular sub-base/base/surface course with serviceable material available during scarifying of existing road. Construction of granular sub-base with departmental material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.( Modified 4.11.2) | 4.59 | cum | 117 ₹537.03 | 153.45 ₹704.34 | 179.97 ₹826.06 | 154.72 ₹710.16 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 10.79 | cum | 2,700 ₹29,135.70 | 1,873.67 ₹20,218.77 | 2,197.49 ₹23,713.11 | 1,889.1 ₹20,385.28 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 22.95 | cum | 7,200 ₹1.7 L | 7,210.2 ₹1.7 L | 8,456.28 ₹1.9 L | 7,269.58 ₹1.7 L |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 9 | cum | 369 ₹3,321 | 492.06 ₹4,428.54 | 577.1 ₹5,193.90 | 496.11 ₹4,464.99 |
Tender Value
₹2.4 L
EMD Value
₹6,009
Closing Date
9 Mar 2026, 5:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LID EW Section, Mogralputhur Grama Panchayath
Completion of Periyadukka SCcolony road concrete of Mogralputhur GP in ward -6-MPGP 444/25-26
2026_LSGD_842187_5
07/2025-26/AE/LID EW/MP/07 PHASE
Open Tender
Civil Works - Roads
120 days
Mogralputhur GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹6,009
Yes
29 May 2026
2 Mar 2026
11 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
Road concrete
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD476875/2025-2026:Granular sub-base/base/surface course with serviceable material available during scarifying of existing road. Construction of granular sub-base with departmental material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.( Modified 4.11.2)
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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